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BP-05-1341Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 11/8/2005
Applicant: NELSON
Owner: OLIVA
JOB ADDRESS: 10451 NE 4
Contractor
Local Phone:
Parcel # 1122310150090
Signed: (INSPECTOR)
Building Permit
Permit Number: BP2005 -1341
OLIVA
NELSON
AVE
Contractor's Address:
Page 1 of 1
Legal Description: MIRROR LAKE SUB PB 56 -15 LOT 9 LOT SIZE 75.000 X 110 OR 16141 -3803
Fees:
FEE2005 -14298
FEE2005 -14299
FEE2005 -14300
FEE2005 -14301
FEE2005 -14302
FEE2005 -14303
Description
Building Fee
CCF
Notary Fee
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$380.00
$4.80
$5.00
$1.60
$9.50
$6.00
$406.90
Total Fees: $406.90
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 3/13/2006 Construction Value: $8,000.00
Work: REPLACE WINDOWS AND SHUTTERS
{NOV 2 3 PAID
c..' 4
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
SEP ;4
BUILDING
PERMIT APPLICATION
FBC 2001
Cit (4t tta $4145
Tenant/Lessee Name
Contractor's Company Name
Contractor's Address
City State
$ Value of Work For this Permit
4'
Total Fee Now Due $ 'O • O
(Continued on opposite side)
te
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
`
Permit No. )5
Master Permit No.
Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) N ouu4 Phone # 1 .4
Owner's Address (WWI Ns 4 m •
State ,
Zip 33131
Phone #
Job Address (where the work is being done) t0
(DNS( OE tut •
City Miami Shores Village County Miami -Dade Zip 33(3S
Is Building Historically Designated YES NO J
Phone #
Zip
Qualifier
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Square Footage Of Work:
Type of Work: ['Addition DAlteration [JNew Repair/Replace Demolition
Describe Work: .v3
** * * * ** * ** * * * * * * *** * * * *** F ees * * * * * ** * * * * ** *** * * ** ** * * * ** * **
2 a
Submittal Fee $ Permit Fee $ 3 SO '! CCF $ 4 .80, coicc
Notary $ 5 . 0I Training/Education Fee $ 1 - ro"d Technology Fee $ e l - 'S
Scanning $ ( .C7) . Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
conkenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
constr it ao d e ion IA-Mel-stand that a sepa to perngiwnu''t be recur for €LECTRICAL WORK, PLUMBING, SIGNS
WELLS, P 6LS, ACES;BbILERS, HEATERS, TANKS and C „ N S . ETCl1to i .,
5 IO 7
OWNER'S AIlNIDAVIT: I certil t L 4 a foregoing information is accurate and : i work will_`4 t i s cq t t +ith all
applicable laws regulating construction aitrzoiimg.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOPr I' . O wNTS YOT � RTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH a Y ` LEND QR' "&AN Y BEFORE RECORDING YOUR NOTICE OF
COMMENCEMEN Cei
tw
Notice to Applicant: As a condition to the issuance of a building Permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certffied copy of the recorded notice of com e' went must be posted at the job site
for the first inspection which occurs seven (7) day r_ the building permit is issued t absence of such posted notice, the
inspection will not be approved and a reinspection fewill . iee be charged
Signature
er or Agent // Contractor
The foregoing m ent w acknowledged be re me this i`-1 . The foregoing instrument was acknowledged before me this
day of � O by Iv`OJn 6 I VLX - , day of , 20 , by
who is person . , y kno to me or who has produced -- Ef '..J . who is personally known to me or who has produced
As identification and who did take an oath. 'iS as identification and who did take an oath.
NOTAR '" UBLI ' NOTARY PUBLIC: '' ;,
Sign: -���:
Sign:
Print: e 1,1010
Print ,.
My Com fission Expires: t � t1 k �? ` �
` ';;a Co.,���� " y Commission Expires.
* * * * * ** * * * * * * * * * * * * ** * * * * *,��r, *, ,� �ro�;* ***i*4*fir * * * ** *tk*ae *Vi** ** , * * *** * * ** , ******* * ******* ** * ** *** **** **
Arn
APPLICATION APPROVED BY:
chc 05/13/03
Signature
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
f! Q Plans Examiner
Engineer
Zoning
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE .STATEMENT
I 83 ��� being the legal property owner, for the property
Located at: 10461 0 .E, Naci Megv■■ stkcsat P. 3313
Legally described as IA 1 LtPckE , Q 6 Pk . r f (°k? ` - P Po r '
Do hereby petition the Village o Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),.,.nd I have read and understand the following disclosure
Statement, which entitles me td .. ork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
Was acknowledged before me this
`B
M- 1.5Cr - , Olt Vol
Produced II)
Owner
Owner
VILLAGE OF MIAMI SHORES
DISCLOSURE STATEMENT.
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two- family residence or a farm out - building. You may also build or improve a
commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have Iicenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not Iicensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument
day of
20
who is personally known to me or who has
as identification • • s did take an oath.
Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address: /O' Z f /45 Permit No. OS—
434/
Opening
Description of Window
Product Acceptance
Product Approval
Opening Design
Rough Opening
Shutter Required
Mullion Required
Impact
ID
or Door or Mullion
Number
Design Pressure
( +) PSF ( -) PSF
Pressure
( +) PSF ( -) PSF
Size
3p x 3-1v..
Yes / No
Yes / No
Yes / No
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Miami Shores Building Department
Product Approval Schedule / Comparison Chart
Opening
ID
r�—
( - R-
rk;
zo
20
�.l
2C
22
22
2
3
23
im p o i n crlptiono of Window
or moor or Mullion
5Clea
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S L
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5.
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skvEctee-
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Number
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Product Approval
Design Pressure
( +) PSF ( -) PSF
Address: Permit No.
Opening Design
Pressure
( +) PSF ( -) PSF
Rough Opening
Size
33 f -'10.3 aw
503FaVit
6I /1..t} * 3 1. •
51 1+ is W
31
34-3V4-14x 3--w
76 /4- l{' x 3 1 . v I
.5 %Alt 31-w
46 kir-13-1
Shutter Required
Yes / No
Mullion Required Impac
Yes /No Yes / No
or
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MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Poma Corporation
9040 Belvedere Road
West Palm Beach, FL 33411
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.063" Aluminum Storm Panel
APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of
3, prepared by Knezevich & Associates, Inc., dated 3/25/96, bearing the Miami -Dade County Product Control
Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product
Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA s 11 be oyicted thh tir,q by the manufacturer or its distributors
and shall be available for inspection at the job'site atAheat krist:of lad Frualding Official.
• •• ••• •• • • This NOA renews NOA #99- 0219.01 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez
• •••
• • • • •
• • • • •• •
• • • • ••
••• • • •
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•
•
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• • ••• • •
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•• •
• ••
• • • • NOA
• • • • • • • Expiration Date:
Approval Date:
No 02 -0417.06
April 18, 2007
May 16, 2002
Page 1
• ••
• • •
••• •
••••
• •
••••
• '
• • •
•
••••
••••
•
Z =
• ti
•••■h'
• •
••
••••
•
••••
115' TYP
1.00' MAX
O ANGLE O OPTIONAL ANGLE
SCALE . t /1^ • 0• - SCALE 1/4^ • 0• -r
TENSION PA1TCNER 0.C. ron
EXISTING
STRUCTURE
0
PRODUCT MARKING
IDEATION l LOP TIONAL LDCATIO96
I I
0' CO /
119 V�1 R AGE I
MTS
STORM PANEL
SCALE UL• .Ao•.P
• ••
• • •
• •
WIDTH UNLIMITED
1 ;IPEr NDgANEL SPANI
CTION[
1
•
1
O TYPICAL ELEVATION
TOP M011N1
PLAN VIEW
BOTTOM MOUNT
AL ANGLE CLOSURE PIEC■
I .08' MIX TO
Y•S' • .011' MAX
11 .L
070• 2 460
ITYPI HORIZONTAL
LEO aPT4MAL
ALT Lea 1.666-
DN0CIION
O
EXISTING
STRUCTURE
O "A•' HEADER
SCALE . I /A • 0• -1'
4
5
• g
i
0
• 4
I n TYP I
PLAN VIEW
SCALE. 1 -1 /2 • Y -0'
WINGNUT
SCALE • HALF SIZE
WIDTH 1 0.0180. ---{{{
IPERP TO PANEL SAWN 1
SEC I10s
O
TYPICAL ELEVATION — DIRECT MOUNT
"U' HEADER
SCALE . 1 /4• • 0• -r
R
OPN9RAI NOtegl
1. THIS SHUTTER SYSTEM 15 °ESION80 IN ACCORDANCE WITH TIM SOUTH FLORIDA
BUILDING CODE. 1991 EORNN. AND INC 1991 BROWARD COUNTY COITION.
2. POSITIVE AND NEOATIVO DESIGN PRES50RE CALCULATIONS SMALL BE PIRPORM60
01 ACCORDANCE MTN A5CE T -00 - .NORM OISOM LOADS FOR 000.00108
AND OTHER STRUCTURES^ TABLES SMALL BE REFERENCED AT APPROPRIATE
DESIGN LOADS.
E. STORM PANELS SMALL BE 5051 -11I6 AL1MIN0M ALLOY, 0.067 THICK. WITH
AN PT IOCPORE 110114W01 OF 19 4451 EXTRUSIONS SHOWN SMALL 51 0007 -16.
ALUMNL84 V.O.N.
L. PRODUCT MARKINGS SMALL BE WITHIN 1E' OF ONE END OF THE PANEL WITH • MN
OP ONE MAROON; PER PANEL AND SMALL BE LA8CLE0 AS FOLLOWS.
PCIMA CORPORATION
WEST PALM BEACH, PL
DACE COUNTY 0000. APP00
5. ALL am TS ANO MASKERS SHALL BE 0•LVAMLCD OR ST•INLESS STEEL WITH •
MINIIMNM PT • II 4451
0. TOP 0 00TTON DETAILS SHOWN NAY BE NTERCNANGED AS FIELD CONDITIONS
DICT•TE. PANELS NAY DC MOUNTED HORIZONTALLY *MERE APPLICABLE.
T. THE DETAILS AND SPCCVICATIONS SNYWN NEPEN REPRESENT ENE PRODUCTS
TESTED FOR D4PACT. Cv(LR AND UNIFORM STATIC API PRCSSORE LOADINGS
N CONFOPNANCC WITH DADE COUNTY PROTOCOLS PA 101. 101 AND 203.
- POSITIVE DESIGN LOAD 68 951
- NEGATIVE DESIGN LOAD 8S PSP
0. OESION IS BASED ON CTC TEST REPORT No. 96 -008 DATED 7•16 -95.
O STUDDED ANGLE
SCALE : 1/4• • O• -1-
8118110 FASTENER iA' O.C.
ANY AC C6ENTABLE ANCM000
/TYPI U4 -IO a mu :war..
STUD
} / PUNCHED NTD ANGLE IS[C
P00 0PACR151
4 1.00'
PRODUCT RENEWED
ACCEPTANCE NO. - U2Iq•
EXPIRATION DATE 11%tt 191- DO;
BY ✓.. !1
' ✓
. .
BUILDING CODE COMPLIANCE 016103
DIVISION
srmrcr 8 APPROVED AS WITN THE
SOUTH ELI I INC CODE pp��
DA i 2:4,4 d: 199.1Q
ET 1"
PRODUCT CONTROL DIVISION
9UILOINO CODE COMPLIANCE OFFIC
ACCEPTANCE SOFIA ('7• D c.
- 1/84244
• T
• AR 8MTEO �• a0
a•a...w ro
46 -47
( •n••• 1•. I )
4402. SEPARA ION P p :.
GLASS • 1 -3 / 4'
GLASS
OR 000*
— EXISTING STRUCTURE
TENSION FASTENER
ISIS ANCHOR SCMDULEI
TYP. TOP S BOTTOM
• ••
• • • '— EXISTING STRUCTURE
••• • • ••
• • •
• • • •ANGLE TO WA•L OETA•.
• •
•••• • WIRE! •
MOUNT SECTIO
•
••
•
•
•
• •
•
•••
• •
••
•••
•
••••
GLASS
MIL SEPARATION PROM
GLASS • 2-3 4
O SCALE 3" • 1• -0"
•• • •
• •
WOOp PRAMO20
• - •• 1•E M
ANNp5 SC
•
• • •TYP TOPSBO
WALL MOUNT S
SCALE = 3 • 1*-0'
3
MAX.
1/4 -E0 MACHINE SOLT
S 5102GNUT • 5 - 0.C.
POR STUDOE0 ANGLE BOTH
TOP 4 BOTTOM USE • II' 0 C.
PANEL TO ANGLE DETAIL
BOTH
p E O.C.
GLASS
OR DOOR
©CONT.
MIN. SEPARATION PROM
GLASS • I -314'
GLASS
OR 12003
T • 0 P.T.
WOOD CONT.
SHEAR FASTENER
ISEE ANCHOR SCMOULII
TYP. TOP 1501701.1
- 1/4 -20 NADINE BOLT
S WINONUT •o S O.C.
FOR ST0000b ANGLE 507E
TOP & BOTTOM USE • IT O G
4402. SEPARATION FROM
GLASS • E4 /4'
italub THIS DETAS. MAYBE U500
AT TOP OR BOTTOM OF PANELS.
EXISTIN0 STRUCTURE
© CEILING /INSIDE MOUNT SECTION
SCALE 3" • r -0
CONT.
V4 • • 1 -3/4' S.S. LAO
GI IT O.C. W/ 1 -1/T
PE5E7 *ATION INTO WOOD
E - 1 /4Y • 4 -VT SA
LAG SCREW • 34' 0.C. MAX.
W• 1-3/4' PENETRATION
M CENTER OP STUDS
NOM USE OF MS DETAIL IS LIMITED TO • 7E P54.
O WALL MOUNT SECTION (BOTTOM)
SCALE
1/4 MAX.
I
MIN SEPARATION FROM
GLASS • 7 -314'
EXISTING
STRUCTURE
GLASS
OR 0003
GLASS
OR DOOR
(X4 7020
STRUCTU*(
SCALE = 3' • t -0
ONT. 7YP.
OP S BOTTOM
©CONT
7YP. TOP
S 0077044
MN. SEPARATION
TENSION FASTENER
IS!! AMMO* SCMDOLEI
TYP TOPS BOTTOM
1/4 -30 MACMINC SOLT
& NOT 1 O.C. TYP.
TOP L T BOTTOM
1/4 -30 MACHO* SOLT
S WINOIDIr p 4' O.C.
PO0 STUWED ANGLE BOTH
TOP & BOTTOM USE • sr 0.C.
• SIDE CLOSURE 53017 15E1 PLAN NSW/
007(5= - N A0(R3�E11[ANNOT BE USE! 02
=ma :ft= TH 7145 DETAIL.
BUILD —OUT MOUNT SECTION
©
SCALE . 3 • r -0"
TENSION PASTEMA - 053 *AWL CALN-IN
DR W 000 005 ITOi3 T1
AT O.C. OR 1T 0 . 00 NOT USE
SCHEDULE SPACING IS LESS THAN A' - ISLE ANCHOR
rep SCHEDULE P0R PAS 150* SPECS L SPACOXU
7110 700 * 5014044 Fawner RENEWED
a► 3m1PIYhlgwith On Florida
Cade
Acceptance No
Ezigration Mae
8
z
1
PRODUCT RENEWED
ACCEPTANCE No. 4 r711q• 0
EXPIRATION DATE MR Lt. 11-200
DY J(
FRODUC3 ON7ROLDIVISION
DDILDINO CODE COMPLIANCE OFFICE
APPROVED AS IAMPLYIN WflH 111E
EXISTENT STRUCTURE SOUTH FLORIDA •�„,I1 CODE
DAT :tit ._4g : 19
WALL MOUNT SECTION eY ��
O PROM • CONTROL DIVISION
(DIRECT MOUNT) BUILDING CODE COMPLIANCEO
ACCEPTANCE NORS -o7I "L0/0
X.L *1353114;5
I TENS IO N
SNEAK
EXISTING
STRUCTURE
ANCHOR
I ESCRIPTION
LOAD IWI
SPAN I
5' -8 MAX.
8' -8" MAX.
EXISTING
STRUCTURE
ANCHOR
DESCRIPTION
GAO IWI
SPA
S MAX.
(TENS
Aw
EXIS TTI
ST%UUTN
ANCHOR
DES W l&
SPAN IL
••••
• •
••••
E
ANCIS.R SCHEDULE 2" EDGE DISTA..L.E
FASTENER SPACING REQUIRED FOR
VARIOUS DESIGN LOADS (INCHES)
47.5 PSF
MAX.
ill, 11
1/4 "O ITW TAPCON W/
1 -1/8^ MIN EMBEDMENT
62 PSF 85 PSF
MAX. MAX.
FMFIMFMltrIFXtjFMPXOP
1/4 "0 ITW TAPCON W/
1 -1/8" MIN. EMBEDMENT
• •
AO IWI 47 PS 6.P :TAPS
M.5 A P X. I 'AX .
ANCHOR NOTES,
1 ENTER TABLE USING NEGATIVE OESIGN
LOAD 11 AND SPAN (LI FOR SPECIFIC
OPENING
2. MINIMUM EMBEDMENT AND EDGE DISTANCE
EXCLUDES WALL FINISH OR STUCCO
3. WHERE LAO SCREWS FASTEN TO NARROW
FACE OP STUD FRAMING. FASTENER SHALL
BE LOCATED IN CENTER OF WOp0 STUD.
4 ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUPACTURERS
RECOMMENDATIONS.
CONCRETE
1/4 - 0 RAWL ZAMAC NAIL -IN
W/ 1 -1 /8" MIN. EMBEDMENT
47.5 PSF 62 PSF 85 PSF
MAX. MAX MAX.
HOLLOW BLOCK
I/ 4"8 RAWL ZAMAC NAIL -IN
W. 1 -1/8" MIN. EMBEDMENT
ANCtIOR SCHEDULE 3" EDGE DISTANCE
• •PETLSTAER SPACING REQUIRED FOR
• • 4ARLQ5JS DESIGN LOADS 1INCHESI
CONCRETE
(TENS ON
SMEAR
1/4 "0 RAWL CALK -IN
W/ 7/5" MIN. EMBEDMENT
47.5 PSF 62 PSP 85 PSP
MAX. MAX. MAX.
1/4 "0 RAWL CALK -IN
W/ 7/8" MIN. EMBEDMENT
TENSmp
Si
•
• 1/4 ^• TAPCOr W/ 1/4 "0 RAWL ZAMAC NAIL -IN 1/4 "m RAWL CALK -IN
• •1- 1 /8 W/ 1 -118" MIN. EMBEDMENT W/ 7/8" MIN. EMBEDMENT
47.5 PSF 62 PSP 85 PSF 47.5 PSF 62 PSP 85 PSF
MAX. MAX. MAX. MAX. MAX. MAX.
W000
1/4 "m WOOD LAO SCREW 7/16 "0 WOOD BUSHING W
W/ 1 -7/8" MIN. EMBEDMENT
w/ 5/0 MM N
47.5 PSP 62 PSP 85 PSP 47.5 PSP 62 PSF B5 PSP 47 5 PSP 62 PSP 85 PSP 471 PSP 62 PSP 85 PSP 47.5 PSP 62 PSP 85 PSP
MAX. MAX. MAX. MAX MAX MAX. MA MAX. MA A MAX MA 'X AX
CIMMIEB IWIFT1WILTIMLIMI
EM/RID
STRUCTURE
HOLLOW BLOCK
ANCHOR
COESMEM• 1=4=
DESCRIPTION 1/4 "O ITW TAPCON W/ 1/4 "0 RAWL ZAMA NAIL -IN 1/4 "0 RAWL CALK -IN
1 -1/5" MN. EMBEDMENT W/ 1 -1/8" MIN. EMBEDMENT W/ 7/8" MIN. EMBEDMENT
47.S PSP 62 PSP 85 PSP 47.5 PSP 62 PSP 65 PSP 47.5 PSP 62 PSP 85 PSP
MAX. AX X M A. . X . A MA
1 l 1 M 1 i EE M
S' -8 MAX.
8' -8" MAX.
1/4 "0 WOOD LAG SCREW
W/ 1 -7/8- MIN. EMBEDMENT
47.5
PSP
62
PSP
as
WOOD
PSP
47.5 PSP
7/16 WOOD 805441146 W/
1/4 "0 S.S. MACHINE SCREW
W/ 5/8" MIN. EMBED.
62
PSP
rRODUCC RENEWED
0 00mPlyIGgw86 ft0 FToo18A
IA Wing Coda '
ASE No 02-04106
8S PSF
11W. s(PAR•110■
FROM GLASS T I/ 4
GLASS
OR ODOR
EXHJT010 STRUCTURE
MIN. SEPARATION
PROM GLASS • E -314
CONT.
TENSION PASTENTR
1SEE ANGMOR SCMEOULEI
1(1.4011"0-131T
NO15 THIS CONNECTION NAY el Gu0
AT TOP OR BOTTOM OP PANELS.
O WALL MOUNT SECTION
SCALE . S" • T -
EXISTING �0 TENSION FASTENER
STRUCTURE (SEE ANCHOR SCHEDULES
ISM THIS CONNECTION MAY BE 11510
AT 70P OR BOTTOM OP PANELS.
PRODUCT APPROVED AS
ACCEPTANCENo. o iQ 0).1 Ell • SOUTH FLQI1
0
1 4 -10 MACMNC BOLT 0
1 WINONUT • 6' O.C. FOR n
STUOOE° A86U 80TH
TOP *NO BOTTOM USE 11
p t1 OC
1/4 •10 NADINE act?
& NUT p 111 O.C.
O ALT. BUILD -OUT MOUNT SECTION
SCALE S" • T -O"
TIED WON THE
COOS
19.g.(2
EXPIRATION DATE _ B .1 • , e. „:
/ e T /17
I A/!
PRODS � � H 1BOl 0I1
P CONTROL DIVISION U(LOINO CAGE CO OFFICE
BUILDING CADECOMPLANCE OFFICE-8 t - ,, - - 7 17
ACCEPTANCE 140.
re
61996
411• MIAS
Ma14n by
vR1
96 -47
•
M 1 A M I�DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
•
IP
NOTICE OF ACCEPTANCE (NOA)
Traco Security Windows & Doors, Inc.
5100 NW 72°' Avenue
Miami, Fl 33166
ScoPE:
This NOA is being issued under the applicable rules and regirCatig . ingf a use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHD.
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "2100" Aluminum Single Hung Window
APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window ", sheets 1
through 3, prepared, sr u v ' 1 d sealed by Humayoun Farooq, P.E., dated 6/10/02, bearing the Miami - Dade
Coup - .. , _ ' . 7 61, with the Notice of Acceptance number and expiration date by the Miami-
County Product Control Division.
MISSILE IMPACT RATING: None
LING: Each unit
ent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved's:ludcss otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials. use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any otherpurposes shall automatically Germinate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number prrpe4 tly jhe.wopd MGyni -Dade County, Florida, and followed by
the expiration date may be displayed in advdrtising3it'critule; l�'aitylportion of the NOA is displayed, then it shall
bc done in its entirety. • • •
• •• •
•• • ••• •• • • • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall bc available for inspection at the job site at the req+aast of the Building Official.
This NOA renews and revises NOA # 99:0/114 anci,•aon9ists of 1 as well as approval document
mentioned above.
• • • • •• • • • • •
••• •
The submitted documentation was reviewed by Raul Rodriguez.
•••
•
•
•
•
•••
•
••
• •
• •
•••
• •
••
•
• • • • •
• • • •
• • • • •
• • • •
• •• • •
• • •
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 160;,
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 02- 0612.04
Expiration Date: July 11, 2007
Approval Date: July 18, 2002
Page 1
0 /8" MAX.
WINDOW WIDTH
49 5/8" MAX.
.L OPG. (FIXED)
DSB —ANN.
GLASS
/j/
48 1/16" MAX.
VENT WIDTH
CD
6" MAX.
0
W
0
CENTER ANCHOR
0JHEAD &SILL
READ. ON WINDOWS
OVER 26 -1/2" WIDE ONLY
TYPICAL ELEVATIONS
TESTED UNITS
NOTES;
1. THIS PRODUCT IS DESIGNED TO COMPLY WI1H THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.
2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS_
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
WINDOWS TO BE PROTECTED WITH
DADE COUNTY •APRROVEp. •••
IMPACT RESdSTa:IT'SHUTTERS.
• • • • • • •
• • • •• • • • • •.
•• •
�ngt: R! HU t� N
... �'RUI ILR�S • o oa •
• .: fide PE t 1
• •
• • • • •
• • • • • •
• • • •• • • •
••• • • • • •••
• •
• • •
• • •
•••
Wpprolvs: as complying whh the
Florid*4 'ding Code
Date luy III �141
NO* /32. 1..8
All
Dade Proda ootrol
Uiwgao
Rv � � .
i c e/: t,val ,
n( c3
z
c
0
U
m
0
m
a
fl
on
CI
0
0
v
•
0
1
2
W
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ic4;)-
§81
A
u
drawing no.
W99-48
(sheet 1 of 3i
050-00-367
2 050 -00 -375
3
JAMB
VENT TOP
VENT BOTTOM
8063 -T8
6063 -T6
6063 -T6
5
6
7
8
9
10
11
12
13
14
15
16
17
18
050 -00 -366
050-00 -164
050 - 00-492
051 -00 -160
050 -00 -119
012 -00 -832
050 -00 -000
047 -00 -008
050 -00 -000
007 -10 -016
004-00 -003
048 -00 -002
046 -16 -005
WV -8502
2
1
2
1
AS REQD.
AS REQD:
4
AS REGD.
2
AS REQD.
AS REQD.
AS REQD.
AS REQD.
HEAD
SILL
VENT SIDE
MEETING RAIL
FRAME ASSEMBLY SCREW
VENT ASSEMBLY SCREW
WOOLPILE VENT SIDE
ACRYUC BASED GLAZING COMPOUND
SWEEP LOCK O r FROM ENDS
ROLL FORMED SCREEN FRAME
FIBERGLASS SCREEN MESH
SCREEN MESH ROLL VINYL
BULB WEATHERSTRIPPING
6063-76 ALUMAX •
6063 -T6
6063 -T6
6063 -T5
ZAMAK
VINYL
TIFTON
ALUMAX
TIFTON
ALUMAX
TIFTON
TIFTON
#8X3 /4'SMS
# 8X 1 " SMS
AMESBURY
SCHNEE MOREHEAD 5555
MARBOLLO INTL.
OPTIONAL
WIBORG
NRY
%NT.
19
r LAY SILL
21
22
23
046 -1 -030 1 /JAMB
2
AS REQD.
BLOCK AND TACKLE BALANCE
CLOSED CELL "FOAM PAD
ROLL FORMED GLAZING BEAD
- 1 1'X2'X1/4' AT EACH - CORNER
WINDOW COMPONENTS
- ( ALUMINUM
Lu
WV LJ.'.
•
3/8' MIN.
TYP. GLASS BITE
VENT WIDTH
EXTErr rag • ••
WINDOW • WICM • • • •
•• • •• •• •
4 ; L
r. OR. 4.1 IrGUN FAROOQ
•. „.FRUCCURES•••
•FLA. PE 4. 4 65517 • • • .
• • • • •. t
..
1
rr:3G
TYPICAL ANCHORS
SEE CHART FOR SPACING
1/4' SHIM
MAX.
• •
•• •.
a
•
•o •
• • jltptrovrC as complying with the
• i londa 111`.•dla ; Cad 1
•
ate a t •
Miami Dade Prod
bivision
• aiy
.o
Content
1
(
0
4) 0
0
1
m
0
S
0
a
2
0
0
c �
drawing no.
W99 -48
r
sheet 2 of 3
f�
VENT .TOP CORNER
VENT BOTTOM CORNER
.• ••• • • • • • ..
• • •
• • • •
• • • • • • • -• •
•• ••• •• • • • ••
Lew: pt j a i ro i r Moog,
• :: PE./ 3 •
.✓�� • • •
• • • • • • • •
• •• •• • • • •
••• • • • • •
▪ •
• •
• • '•
•Ap as complying with the
• Florida Reding Code
Date IJ� 1 Loa 4 `
NOM o - 01e
M L mi Dade Pi $uct Control
• i)§tision
• R+
z CO
Z c.1
t o p
1�1 N
1
O
LL
U
r"
0.Z M CO
aQI
O 0 03 MIPS
W �
in
. w-
C
C
c
0
01
0,
10
8
J J
O _
4
a
0
0
v
0
.c
)
drawing no.
W99-48
t
sheet 3 of 3
1.199
2.177
.062
FRAME HFAQ
L.969 J
MFETING RAIL
1.109
1.625
.062
1.3550
1.938
.062
.937
1--
F-- 2.125
VENT BOTTOM RAIL
2.327
1.000
1.83:3
7
1.982
- 1075 -.1
.062
•
•
1
.937
SASH .SltE MC •
•• ••• ••
x12501
• • • • ••• •
F -
• : . • • • . • .
• .• •• • •
•
•• 1 • • • •
1.375 ••• x .062 • • . . . . .
L 2.125
• • • • • • • •
• • • •• • • •
• • • • •
• •• ••
••• • •
1.375
• •• • •
•
• •
• • ••
FAME 841ttM CORNER
•
TYPICAL ANCHORS
SEE ELEV. • FOR SPACING
1/2' DRAIN NOTCH
AT EACH END OF
SCREEN RETAINING LEG
. d a
4 •
v
4. •
TYPICAL ANCHORS:
11 3/16 TAPCONS (BY ELCO) OR
� EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEP1
i± A
r s<
T1,
1/8" SHIM AT
EACH CORNER OF SCREEN
MUST SUSTAIN LOADS IMPOSE BY GLAZING SYSTEM
TRANSFER THEM TO THE BUILDING STRUCTURE.
INTO 28Y W000 BUCKS OR W000 STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
SEALANT:
ALL FRAME AND VENT CORKERS, AND HEADS OF INSTALLATIO
SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED
FIXED MEETING RAIL AT ENDS SEALED WITH GE SIUCONE.
• • • • •
•••.••
•4.•...
... •
• • •
... •
2 • •
a....•••. N• • .I,.•
•• •p••
.•• • • • •
• • SSE EIVIJOR tPA1NG
• • • • • • • • • •
• •. •• • • • •• ••
••• . • • ••. • •
1BY OR 2BY
w000 BUCK
DESIGN LOAD CAPACITY - PSF
SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1)
WINDOW DIMS.
DSB -AN GLASS
3/16 " - ANN. GLASS
3 /18 "- TEMP. GLASS
WIDTH
HEIGHT
EXT. CO
1NT. ( -)
EXT. ( +)
INT. ( -)
EXT. ( +)
INT. ( -)
19 -1 /8'
26-1/2
37"
53 -1/8
26'
(3) •
63.3
78.4
80.0
125.0
80.0
210.0
63.3
78.4
80.0
. 125.0
80.0
180.6
63.3
78.4
80.0
125.0
80.0
129.3
34.9
34.9
80.0
90.1
80.0
90.1
19-1/8
26 -1/2"
37"
53-1/8
38 -3/8'
(3)
63.3
78.4
80.0
125.0
80.0
169.5
63.3
78.4
80.0
122.3
80.0
122.3
59.1
59.1
80.0
87.6
80.0
87.6
X
X
76.8
61.0
76.8
61.0
19 -1/8'
26-1/2"
37"
53 -1/8
50 -5/8"
(5)
63.3
_78.4
80.0
125.0
80.0
210.0
6.3.3
72.9
80.0
125.0
80.0
154.6
50.9
50.9
80.0
88.6
80.0
104.1
X
X
61.6
61.6
62.6
62.6
19-1/8"
26-1/2"
37"
53-1/8
57" _'
(5)
63.3
78.4
80.0
125.0
80.0
190.2
63.3
65.4
80.0
111.9
80.0
137.3
X
X
79.4
79.4
80.0
98.3
X
X
54.5
54.5
57.9
57.9
19-1/8"
26-1 /2"
37 "
53 -1/8
63.3
73.8
80.0
125.0
80.0
172.1
62.4
62.4
80.0
100.2
80.0
124.2
X
X
73.2
73.2
80.0
89.0
X
X
49.1
49.1
54.5
54.5
19 -1/8"
26 -1/2"
37"
-
74 -1/4'
(6)
_
59.8
59.8
80.0
125.0
80.0
175.2
X
X
80.0 1
85.2
80.0
126.5
X
• X
6.4.4
64.4
80.0
90.6
X
X
- 46.6
46.6
50.0
50.0
•
>rt NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
ROLL FORMED ALUM
GLAZING BEAD
• •
• • •
•
•
• . •
.. •
GLAZING OPTIONS
ROLL FORMED ALUM
GLAZING BEAD
3/16' ANN. GLASS
OR
3/16' TEMP. GLASS
DSB -ANN. GLASS
BEDDING COMPOUND a BEDDING COMPOUND
SCHNEE MOREHEAD 535' • 4 • ' • • ' SCHNEE MOREHEAD 5555
.. • • •
• • . •
• • • . • •
• • • • • • • • • •
• .. .. • • • .. ..
... • • • ... • •
co
x
z
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAG - L ' w ET, SUITE 1603
I LORIDA 33130 -1563
FAX (305) 375 -2908
TRACO Security Windows & Doors, Inc.
5100 NW 72 Ave.
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing`th e fconstruction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by
BCCO that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Aluminum Tube Mullion with Steel Reinforcement
APPROVAL DOCUMENT: Drawing No.M95 -08B, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions,"
prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product
Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large Missile.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted. herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 99 0104.01 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
NOA No 01- 1218.02
Expiration Date: January 2, 2007
Approval Date: January 2002
Page 1
L J
M 10 SINS
B IV D.C.
STEEL REINFORCEMENTS
.STEP 1
STEP 2
S TEP 3
S 4
STEP 5
▪ 6
MULLIONS WITH STEEL REINFORCEMENTS
CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING
ABOVE LOAD REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM SHIM SPACING.
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS
ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
Engr OR. HUMAYOUN FAR00Q
STRUCTURES
Sss7
DEC 1 2 2001
RECTANGULAR MULLIONS WITH STEEL INSERTS
USING PROPERTIES FOR STEEL AND ALUMINUM TUBE$
NOTES-
1. ALL GLAZING PRODUCTS USED WITH THEM MUWONS MUST
MEET 1140 APPLICABLE DADE COUNTY REQUIREMENTS
I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY
RESISTANCE, SAFEGUARDS ETC.
2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL COVERING (stucco. TILE ETC.)
3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
A ALL MUWONS TO BE ALLOY 8063 -73
5. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED.
PRODUCT RENEWED
ACCEPrAtiCENot at_MI.0Z
EXPUTATIONf en 2L
g
o g *
L) 5 n
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4
drawing no.
M95 -08B
sheet 1 of
3
GLAZING
PRODUCT'
GLAZING
PRODUCT
f escHORS
■►\■\■■■e \ ■ ■\
MaRIMIN
MO■►r■\■■ NNW.
111•11■111111111011111 MUM:
\tom \■■\ ■ \' \ ■■
IMII■`■■ — "MUM
BH 20 40 6ET 6H 72 B0
TRIBUTARY WIDTH - INCHES
TYPE . OR 0RC
GLAZING
PRODUCT
a� VERTICAL
MUWON
PRRODUCT
\Rc
W2
TRIBUTARY WIDTH WI + w2
2
'pen AA. 00 C rHORIZONTA- MULLION
MULLION SPAN
ID
m
ID
.
.4
.4
B
n
20
IiiMMWOMMENHIMINIIN
\IIIMIT U■\■■\` 1111
\\ ■ \\■■ \■ ■\ ■ ■■
INPUOMAZIMMIIIMIMI
���L`"'i�1►�iir�iilT����\
■01111■■\\■\O\■■
BO 20 40 50 6H 70 80
TRIBUTARY WIDTH - INCHES
ANCHOR LOAD CHART
ANCHORS TYPE A
REM -A.0
38
3
/E"
30 40 50 60 70 80
TRIBUTARY WIDTH - INCHES
N
..I
z
o'5
N
J
z
m
FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3,
7► \1■1■\■■ ■\M■■
■\\■\■ \ ■ ■\\■■■
IIIMEDIMMERMIMMilliM
■ ■fiiii ■ ■ \�i ■ \ ■■
■ ■■ \■\M■ \M■ ■■
MOMMOMMIUMOMINII
■ ■ ■ ■ ■1MMIC\■iM
20 30 40 50 60 70 80
TRIBUTARY WIDTH - INCHES
ANCHOR LDAD CHART
ANCHORS TYPE B
RECT -B
20 32 40 EiH 6E 70 80
TRIBUTARY WIDTH - INCHES
En9n DR. HUMAYOUN FAR000
FLA. STRUCTURES
DEC
Lo
m
Cf
144
30 40 50 60 70 80
TRIBUTARY WIDTH - INCHES
ANCHOR LOAD CHART
ANCHORS TYPE C
mmc-r -e
20 30 40 60 60 70 80
TRIBUTARY WIDTH - INCHES
PRODUCT RENEWED
AcaterascEN0. °I- /LlR.0
EXPIRATION DATE . .. 2
BY
40ODUCF CONTROL DIVDSION
I510 CODE COMPLIANCE OFFICE
8
drawing no.
M95 -08B
(sheet 2 of 3
ALUMINUM TUBE MULUON
MUWON
2 X 2 X 1/8'
ALUM ANGLE
2 -3 /e LONG
PRECAST CONC.
SILL
14 S.U.S.
1 -1/4' MIN. EMBED INTO WOOD
1/ ANGLE
4
/ 14 S.M.S.
2/ ANGLE
� NOTCN ANGLES TO
MISS MARBLE SILL
OR TRIM
3/18 OM. TAPCON
1 1/2' MIN. EMBED
1/ ANGLE
MUWON
MUWON
2X 2X 1/8'
ALUM ANGLE
2 -5 /11' LONG
71e
TYP.
1.625
� I
- -3.000
MULLION CLIP (ALT. TO ANGLES)
THIS CLIP TO FLOAT INSIDE MUWON
(NO SIDE FASTENERS REDD.)
—1.141
14 S.M.S.
1-/2 1 MIN. EMBED INTO WOOD
BY
drawing no.
M95 -08B
(sheet 3 of 3
[ MUWON
WOOD BUCKS NOT BY TRACO SECURITY
MUST SUSTAIN LOADS IMPOSED.
PRODUCT RENEWED
AcceeraxcE O( -2 1 0 ' °2
EXPIRATION DATE
2 X 2 X 1/8'
ALUM ANGLE
3-5/8' LONG
PRODDCTCONTROLDIVTSION
1NO CODE COMPLIANCE OFFICE
1/4" 0 TAPCON
1 -1/4' MIN. EMBED
2/ ANGLE
° CONCRETE OR
CONC. FILLED BLOCKS
C n
UZ M$
o
.021Z CV
r14
I BPI
2
m
7
